The effect of model scale, acceleration history, and soil condition on closed-ended pipe pile response under coupled static-dynamic loads
This paper analyzes the effect of scaling-up model and acceleration history on seismic
response of closed-ended pipe pile using a finite element modeling approach and the …
response of closed-ended pipe pile using a finite element modeling approach and the …
The behavior of geogrid-reinforced sand soil supporting shallow footing under earthquake
R Al-khafaji, QSM Shafiqu - IOP Conference Series: Earth and …, 2024 - iopscience.iop.org
Earthquakes are detrimental phenomena that can result in significant loss of lives and
infrastructures. During earthquakes, shallow foundations can suffer considerable settlement …
infrastructures. During earthquakes, shallow foundations can suffer considerable settlement …
Numerical simulation of a single pile under the combined effects of axial and lateral loading in liquefiable soil
RS Huissen, BS Albusoda - IOP Conference Series: Materials …, 2021 - iopscience.iop.org
In this research, a numerical investigation was carried out using FLAC 2D software to
develop an understanding of the effects of combined (axially and laterally) loading on a …
develop an understanding of the effects of combined (axially and laterally) loading on a …